Sequential optimal monitoring network design and iterative spatial estimation of pollutant concentration for identification of unknown groundwater pollution source locations

One of the difficulties in accurate characterization of unknown groundwater pollution sources is the uncertainty regarding the number and the location of such sources. Only when the number of source locations is estimated with some degree of certainty that the characterization of the sources in terms of location, magnitude, and activity duration can be meaningful. A fairly good knowledge of source locations can substantially decrease the degree of nonuniqueness in the set of possible aquifer responses to subjected geochemical stresses. A methodology is developed to use a sequence of dedicated monitoring network design and implementation and to screen and identify the possible source locations. The proposed methodology utilizes a combination of spatial interpolation of concentration measurements and simulated annealing as optimization algorithm for optimal design of the monitoring network. These monitoring networks are to be designed and implemented sequentially. The sequential design is based on iterative pollutant concentration measurement information from the sequentially designed monitoring networks. The optimal monitoring network design utilizes concentration gradient information from the monitoring network at previous iteration to define the objective function. The capability of the feedback information based iterative methodology is shown to be effective in estimating the source locations when no such information is initially available. This unknown pollution source locations identification methodology should be very useful as a screening model for subsequent accurate estimation of the unknown pollution sources in terms of location, magnitude, and activity duration.

[1]  L M Nunes,et al.  Optimal Space-time Coverage and Exploration Costs in Groundwater Monitoring Networks , 2004, Environmental monitoring and assessment.

[2]  J. Eheart,et al.  Using Genetic Algorithms to Solve a Multiobjective Groundwater Monitoring Problem , 1995 .

[3]  Bithin Datta,et al.  Dynamic Optimal Monitoring Network Design for Transient Transport of Pollutants in Groundwater Aquifers , 2008 .

[4]  Joseph R. Kasprzyk,et al.  A new epsilon-dominance hierarchical Bayesian optimization algorithm for large multiobjective monitoring network design problems , 2008 .

[5]  Ahmed E. Hassan,et al.  Heuristic space–time design of monitoring wells for contaminant plume characterization in stochastic flow fields , 2000 .

[6]  Bithin Datta,et al.  Chance-Constrained Optimal Monitoring Network Design for Pollutants in Ground Water , 1996 .

[7]  William L. Goffe SIMANN: A Global Optimization Algorithm using Simulated Annealing , 1996 .

[8]  Joel Massmann,et al.  Groundwater contamination from waste management sites: The interaction between risk‐based engineering design and regulatory policy: 1. Methodology , 1987 .

[9]  Maria da Conceição Cunha,et al.  Groundwater Monitoring Network Optimization with Redundancy Reduction , 2004 .

[10]  C. R. Mote,et al.  AN EMPIRICALLY‐BASED SEQUENTIAL GROUND WATER MONITORING NETWORK DESIGN PROCEDURE 1 , 2000 .

[11]  Miguel A. Mariño,et al.  Multivariate Geostatistical Design of Ground‐Water Monitoring Networks , 1994 .

[12]  Clayton V. Deutsch,et al.  GSLIB: Geostatistical Software Library and User's Guide , 1993 .

[13]  Yu-Pin Lin,et al.  Designing an optimal multivariate geostatistical groundwater quality monitoring network using factorial kriging and genetic algorithms , 2006 .

[14]  Patrick M. Reed,et al.  Striking the Balance: Long-Term Groundwater Monitoring Design for Conflicting Objectives , 2004 .

[15]  E. D. Brill,et al.  A method for locating wells in a groundwater monitoring network under conditions of uncertainty , 1988 .

[16]  Bithin Datta,et al.  Logic-Based Design of Groundwater Monitoring Network for Redundancy Reduction , 2010 .

[17]  Bithin Datta,et al.  Multiobjective Design of Dynamic Monitoring Networks for Detection of Groundwater Pollution , 2007 .

[18]  Patrick M. Reed,et al.  Many‐objective groundwater monitoring network design using bias‐aware ensemble Kalman filtering, evolutionary optimization, and visual analytics , 2011 .

[19]  Miguel A. Mariño,et al.  Regional-scale ground water quality monitoring via integer programming , 1995 .

[20]  Bithin Datta,et al.  Optimal Monitoring Network and Ground-Water–Pollution Source Identification , 1997 .

[21]  N. Metropolis,et al.  Equation of State Calculations by Fast Computing Machines , 1953, Resonance.

[22]  D. McKinney,et al.  Network design for predicting groundwater contamination , 1992 .

[23]  J. Eheart,et al.  Monitoring network design to provide initial detection of groundwater contamination , 1994 .

[24]  Clayton V. Deutsch,et al.  Geostatistical Software Library and User's Guide , 1998 .

[25]  Hugo A. Loáiciga,et al.  An optimization method for monitoring network design in multilayered groundwater flow systems , 1993 .

[26]  C. D. Gelatt,et al.  Optimization by Simulated Annealing , 1983, Science.

[27]  H. Loáiciga An optimization approach for groundwater quality monitoring network design , 1989 .

[28]  Jianfeng Wu,et al.  Cost-effective sampling network design for contaminant plume monitoring under general hydrogeological conditions. , 2005, Journal of contaminant hydrology.

[29]  Bithin Datta,et al.  Uncertainty based optimal monitoring network design for a chlorinated hydrocarbon contaminated site , 2011, Environmental monitoring and assessment.

[30]  Christine A. Shoemaker,et al.  Time Varying Optimization for Monitoring Multiple Contaminants under Uncertain Hydrogeology , 2004 .

[31]  Hugo A. Loáiciga,et al.  A location modeling approach for groundwater monitoring network augmentation , 1992 .

[32]  Reza Kerachian,et al.  Locating monitoring wells in groundwater systems using embedded optimization and simulation models. , 2010, The Science of the total environment.